[For the English abstract and full text of the article please see the attached PDF-File (English version follows Russian version)].ABSTRACT An intensive technological regime for increasing the stability of weak soils is proposed to ensure safety of the roadbed on the site with the eternally frozen base of the Northern latitudinal railway Salekhard-Nadym. It is shown that it is necessary to take into account talik zones at the design stage, which can cause various deformations. On the basis of the fundamental principles of the mechanics of frozen soils, technological regularities are established f o r increasing the strength characteristics which include the angle of internal friction and cohesion of soil with decreasing humidity and draining water from the active layer and talik beyond the construction site. The application of intensive technology for reinforcing the roadbed during the construction of routes in the permafrost zone is substantiated. Keywords: railway, safety, stability, eternally frozen soils, roadbed, intensive technology